| 斜拉折板型网架的结构分析 |
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| 引用本文： | 刘福祺,王正光,吴会鹏.斜拉折板型网架的结构分析[J].低温建筑技术,2006(1):66-68. |
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| 作者姓名： | 刘福祺 王正光 吴会鹏 |
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| 作者单位： | 浙江大学土木工程系,浙江,杭州,310027;浙江大学土木工程系,浙江,杭州,310027;浙江大学土木工程系,浙江,杭州,310027 |
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| 摘 要： | 斜拉网架是一种新颖的、由“刚性”和“柔性”基本构件组合而成的具有良好性能的杂交空间结构体系。本文以某体育馆斜拉折板型网架为工程背景,对这种斜拉结构进行了整体分析,采用张力松弛法计算得到索的施工控制应力。结果表明张力松弛法是计算斜拉网架的有效方法。
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| 关 键 词： | 斜拉折板型网架 预应力 张力松弛法 |
| 文章编号： | 1001-6864（2006）01-0066-02 |
| 收稿时间： | 2005-08-17 |
| 修稿时间： | 2005年8月17日 |
STRUCTURAL ANALYSIS OF CABLE-STAYED FOLDED PLATE SPACE TRUSS |
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| LIU Fu-qi,WANG Zheng-guang,WU Hui-peng.STRUCTURAL ANALYSIS OF CABLE-STAYED FOLDED PLATE SPACE TRUSS[J].Low Temperature Architecture Technology,2006(1):66-68. |
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| Authors: | LIU Fu-qi WANG Zheng-guang WU Hui-peng |
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| Affiliation: | Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China |
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| Abstract: | Cable-stayed space truss is a new hybridized spatial structure with good performance,which is made up of rigid and flexible basic components.This text made a whole analysis to the cable-stayed space truss combining a practical engineering of a gymnasium.Moreover,the tensile force slacken analysis method was used to obtain the control stress of construction.The result indicated the tensile force slacken analysis method was effective in calculating the cable-stayed space truss. |
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| Keywords: | cable-stayed folded plate space truss prestress tensile force slacken analysis method |
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